PERFORMANCE ASSESSMENT OF FLY ASH/GGBS BASED FIBER REINFORCED ALKALI ACTIVATED MORTAR INCORPORATED NANO-SILICA AND ALUMINA / (Kayıt no. 285303)

MARC ayrıntıları
000 -BAŞLIK
Sabit Uzunluktaki Kontrol Alanı 03866nam a22002897a 4500
003 - KONTROL NUMARASI KİMLİĞİ
Kontrol Alanı KOHA
005 - EN SON İŞLEM TARİHİ ve ZAMANI
Kontrol Alanı 20221226090245.0
008 - SABİT UZUNLUKTAKİ VERİ ÖGELERİ - GENEL BİLGİ
Sabit Alan 220928d2022 cy ||||| m||| 00| 0 eng d
040 ## - KATALOGLAMA KAYNAĞI
Özgün Kataloglama Kurumu CY-NiCIU
Kataloglama Dili eng
Çeviri Kurumu CY-NiCIU
Açıklama Kuralları rda
041 ## - DİL KODU
Metin ya da ses kaydının dil kodu eng
090 ## - Yerel Tasnif No
tasnif no D 314
Cutter no D44 2022
100 1# - KİŞİ ADI
Yazar Adı (Kişi adı) Dheyaaldin, Mahmood Hunar
245 10 - ESER ADI BİLDİRİMİ
Başlık PERFORMANCE ASSESSMENT OF FLY ASH/GGBS BASED FIBER REINFORCED ALKALI ACTIVATED MORTAR INCORPORATED NANO-SILICA AND ALUMINA /
Sorumluluk Bildirimi MAHMOOD HUHAR DHEYAALDIN; SUPERVISOR: ASST. PROF. DR. MOHAMMAD ALI MOSABERPANAH
264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Date of production, publication, distribution, manufacture, or copyright notice 2022
300 ## - FİZİKSEL TANIMLAMA
Sayfa, Cilt vb. 221 sheets;
Boyutları 31 cm.
Birlikteki Materyal Includes CD
336 ## - CONTENT TYPE
Source rdacontent
Content type term text
Content type code txt
337 ## - MEDIA TYPE
Source rdamedia
Media type term unmediated
Media type code n
338 ## - CARRIER TYPE
Source rdacarrier
Carrier type term volume
Carrier type code nc
502 ## - TEZ NOTU
Tez Notu Thesis (PhD) - Cyprus International University. Institute of Graduate Studies and Research Civil Engineering Department
504 ## - BİBLİYOGRAFİ NOTU
Bibliyografi Notu Includes bibliography (sheets 173-200)
520 ## - ÖZET NOTU
Özet notu ABSTRACT The goal of this research is to see how nanomaterials like nanoalumina and nanosilica affect the mechanical and durability of fiber reinforced alkali-activated mortars (FRAAM). PPF was added to the binders at 0.5 and 1% by volume. Central composite design (CCD) for mix proportions is provided by design-expert software. Variables are divided into three steps using this technique. A large number of mixtures were made and assessed, each with different quantities of variables. In this experiment, the major binders were 50% fly ash (FA) and 50% ground granulated blast slag (GGBS). The sodium hydroxide (NaOH) concentration was 12 molarity, and the alkali activated solution to binder ratio was 0.5. The proportion of sodium silicate to sodium hydroxide was 2.5. At ages of 7, 28, and 90 days, the cubic specimens and prisms were examined in an ambient environment at 23±3 ℃ room temperature. The compressive and flexural strengths, as well as fresh qualities such as flowability and alkali activator mortar unit weight, were used to determine the mechanical performance of AAM. In addition, the microstructure analysis and durability performance were assessed. The AAM without fibers and nanoparticles had a higher flow rate than the other combinations, according to the tests. All mixes, however, had moderate flowability ranges. 2% NA provided the best compressive strength, while a mixture of 1 percent NS and 1 percent PPF provided the best flexural strength. A mixture of 2% nano-silica and 1% polypropylene fiber was used to reduce water absorption. The sorptivity of the mixture of 2% nano-silica, 1% nano-alumina, and 0.5 % polypropylene fiber was the lowest. Furthermore, the microstructure study revealed that the nanomaterials significantly improved the matrix and increased the porosity of the matrix. Feasibility have Comparisons between the different humidity 60%-98% of at 24±4 Cº and strength behaviors of alkali activated mortar with different curing ages. The experimental results revealed that the length change of AAM decreased with the addition of polypropylene fiber and nanomaterials. The samples without PPF with nano material achieved better performance of length change of AAM and the length of samples decreased more when samples nanomaterials separately. Even more; samples contain both nanomaterials have better than samples contain using a nano SiO2 and nano Al2O3, discretely. The performance of alkali activator mortar contain polypropylene fiber shows higher resistance under chemical attacks and contain both fiber and nano materials achieved higher chemical resistance than specimens contain nano materials separately and specimens contain 2% NA or 2% NS.
650 #0 - KONU BAŞLIĞI EK GİRİŞ - KONU TERİMİ
Konusal terim veya coğrafi ad Chemical resistance
Alt başlık biçimi Dissertations, Academic
650 #0 - KONU BAŞLIĞI EK GİRİŞ - KONU TERİMİ
Konusal terim veya coğrafi ad Microstructure
Alt başlık biçimi Dissertations, Academic
700 1# - EK GİRİŞ - KİŞİ ADI
Yazar Adı (Kişi adı) Mosaberpanah, Mohammad Ali
İlişkili Terim supervisor
942 ## - EK GİRİŞ ÖGELERİ (KOHA)
Sınıflama Kaynağı Dewey Onlu Sınıflama Sistemi
Materyal Türü Thesis
Mevcut
Geri Çekilme Durumu Kayıp Durumu Sınıflandırma Kaynağı Kredi için değil Koleksiyon Kodu Kalıcı Konum Mevcut Konum Raf Yeri Kayıt Tarih Source of acquisition Yer Numarası Demirbaş Numarası Son Görülme Tarihi Fatura Tarihi Materyal Türü Genel / Bağış Notu
    Dewey Onlu Sınıflama Sistemi   Tez Koleksiyonu CIU LIBRARY CIU LIBRARY Tez Koleksiyonu 28.09.2022 Bağış D 314 D44 2022 T2750 28.09.2022 28.09.2022 Thesis Civil Engineering Department
    Dewey Onlu Sınıflama Sistemi     CIU LIBRARY CIU LIBRARY Görsel İşitsel 28.09.2022 Bağış D 314 D44 2022 CDT2750 28.09.2022 28.09.2022 Suppl. CD Civil Engineering Department
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